Centrifuge model tests on bearing behavior of lateral-loaded single pile in coral sand-Reference-Cited by-同舟云学术

Centrifuge model tests on bearing behavior of lateral-loaded single pile in coral sand

Published:2023-12-22 Issue: Volume: Page:
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Wang Chunyan,Ding Xuanming,Liu Hanlong,Zhang Yuting,Cao Guangwei,Wang Zengliang

Funder

National Natural Science Foundation of China

Chongqing Talents Program

Innovation Group Science Foundation of the Natural Science Foundation of Chongqing, China

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s11440-023-02096-9.pdf

Reference36 articles.

1. Alderlieste EA (2011) Experimental modelling of lateral loads on large diameter mono-pile foundations in sand. Delft University of Technology, Delft

2. Bhattacharya S, Nikitas N, Garnsey J, Alexander NA, Cox J, Lombardi D, Muir Wood D, Nash DFT (2013) Observed dynamic soil–structure interaction in scale testing of offshore wind turbine foundations. Soil Dyn Earthq Eng 54:47–60

3. Briaud JL, Smith TD (1983) Using the pressuremeter curve to design laterally loaded piles. In: 15th Offshore technology conference, Houston, pp 495–502

4. Byrne B, Zdravković L, Taborda D, Potts D, Jardine R, Sideri M, Schroeder F, McAdam R, Burd H, Houlsby G, Martin C, Gavin K, Doherty P, Igoe D, Wood A, Kallehave D, Gretlund J (2015) Numerical modelling of large diameter piles under lateral loading for offshore wind applications. Front Offshore Geotech III:759–764

5. Cao G, Ding X, Yin Z, Zhou H, Peng Z (2021) A new soil reaction model for large-diameter monopiles in clay. Comput Geotech 137:104311